FM-753 CRACK A4

Stainless Steel Heavy Duty Wedge Anchor with Seismic Certification

Stainless steel wedge anchor for the medium load range in sizes M8 - M16 for anchoring in cracked and non-cracked concrete C20/25 - C50/60, as well as for seismic actions of the performance category C1/C2.

CE Marking
ETA
Stainless steel A4
Fire resistance R 120
Seismic C1 C2
Fix Calc

Product Details

Images

Features

Material

  • Stainless steel A4

Benefits

  • Dynamic and seismic loads
  • Seismic performance C1 and C2
  • Immediate expansion
  • Increased thickness of three expander segments
  • Nine gripping dents for greater adhesion to hole wall
  • Fire resistance R120

Application

Applications

  • Structural fixings
  • Steel constructions
  • Seismic applications

Suitable for

  • Cracked concrete
  • Non-cracked concrete
  • Solid stone

Technical Data

Dimensions

Autres

Product dimensions

References Product Reference Dimensions [mm] Thread length Fixture thickness [tfix,max] with standard setting depth [hef,STD] [mm] Fixture thickness [tfix,max] with reduced setting depth [hef,RED] [mm] Hole diameter in fixture [df] [mm] Hole diameter [do] x depth [h1] in substrate with standard setting depth [hef,STD] [mm] Hole diameter [do] x depth [h1] in substrate with reduced setting depth [hef,RED] [mm] Min. setting depth [hef,STD] [mm] Reduced setting depth [hef,RED]  [mm] Qty per box Qty per outer box
7535000806800FM-753 CRACK A4M8x683041898x708x564834100400
7535000807500FM-753 CRACK A4M8x7530102498x708x564834100400
7535000809000FM-753 CRACK A4M8x9040253998x708x564834100400
7535000811500FM-753 CRACK A4M8x11560506498x708x564834100400
7535000813500FM-753 CRACK A4M8x13580708498x708x564834100400
7535000816500FM-753 CRACK A4M8x1658010011498x708x56483450200
7535001009000FM-753 CRACK A4M10x904010301210x8010x60604050200
7535001010500FM-753 CRACK A4M10x1055525451210x8010x60604050200
7535001011500FM-753 CRACK A4M10x1155535551210x8010x60604050200
7535001013500FM-753 CRACK A4M10x1358555751210x8010x60604050200
7535001015500FM-753 CRACK A4M10x1558575951210x8010x60604050200
7535001018500FM-753 CRACK A4M10x185851051251210x8010x60604025100
7535001211000FM-753 CRACK A4M12x1106510301412x10012x80725250200
7535001212000FM-753 CRACK A4M12x1206520401412x10012x80725250200
7535001214500FM-753 CRACK A4M12x1458545651412x10012x80725225100
7535001217000FM-753 CRACK A4M12x1708570901412x10012x80725225100
7535001220000FM-753 CRACK A4M12x200851001201412x10012x80725225100
7535001613000FM-753 CRACK A4M16x1306510301816x11516x9586662080
7535001615000FM-753 CRACK A4M16x1508530501816x11516x9586662080
7535001618500FM-753 CRACK A4M16x1858560801816x11516x9586662080
7535001622000FM-753 CRACK A4M16x220851001201816x11516x9586661560

Recommended loads / Non-cracked concrete / for single anchors / with no edge distances or spacings

References Product Reference Dimensions [mm] Recommended loads - Non-cracked concrete
Tension - Nrec Shear - Vrec Bending moment Mrec [Nm]
C20/25 [kN] C30/37 [kN] C40/50 [kN] C50/60 [kN] C20/25 [kN] C30/37 [kN] C40/50 [kN] C50/60 [kN]
7535000806800FM-753 CRACK A4M8x684.85.96.87.47.87.87.87.810.5
7535000807500FM-753 CRACK A4M8x754.85.96.87.47.87.87.87.810.5
7535000809000FM-753 CRACK A4M8x904.85.96.87.47.87.87.87.810.5
7535000811500FM-753 CRACK A4M8x1154.85.96.87.47.87.87.87.810.5
7535000813500FM-753 CRACK A4M8x1354.85.96.87.47.87.87.87.810.5
7535000816500FM-753 CRACK A4M8x1654.85.96.87.47.87.87.87.810.5
7535001009000FM-753 CRACK A4M10x907.69.310.711.813.413.413.413.421.5
7535001010500FM-753 CRACK A4M10x1057.69.310.711.813.413.413.413.421.5
7535001011500FM-753 CRACK A4M10x1157.69.310.711.813.413.413.413.421.5
7535001013500FM-753 CRACK A4M10x1357.69.310.711.813.413.413.413.421.5
7535001015500FM-753 CRACK A4M10x1557.69.310.711.813.413.413.413.421.5
7535001018500FM-753 CRACK A4M10x1857.69.310.711.813.413.413.413.421.5
7535001211000FM-753 CRACK A4M12x11010.512.814.816.317.317.317.317.337.4
7535001212000FM-753 CRACK A4M12x12010.512.814.816.317.317.317.317.337.4
7535001214500FM-753 CRACK A4M12x14510.512.814.816.317.317.317.317.337.4
7535001217000FM-753 CRACK A4M12x17010.512.814.816.317.317.317.317.337.4
7535001220000FM-753 CRACK A4M12x20010.512.814.816.317.317.317.317.337.4
7535001613000FM-753 CRACK A4M16x13018.722.826.42934.934.934.934.994.9
7535001615000FM-753 CRACK A4M16x15018.722.826.42934.934.934.934.994.9
7535001618500FM-753 CRACK A4M16x18518.722.826.42934.934.934.934.994.9
7535001622000FM-753 CRACK A4M16x22018.722.826.42934.934.934.934.994.9

1) In case of interaction of tension and shear loads (lever arm) as well as in case of anchor groups and/or edge influence, a design according to EN 1992-4 (seismic actions - Annex C / fire action
- Annex D) shall be carried out taking into account the entire European Technical Assessment ETA-10/0293.
2) The load data take into account the partial safety factors of the resistances given in the European Technical Assessment (ETA) and a partial safety factor of the actions
of γF = 1.4. The values given assume unreinforced or normally reinforced concrete with a spacing of the reinforcing bars s ≥ 15 cm or s ≥ 10 cm at a
rebar diameter ds ≤ 10 mm is assumed.   

Design capacities - single anchor - no edge distances - Uncracked concrete

References Product Reference Dimensions [mm] Design capacity - Non-cracked concrete (3)
Tension - NRd (1) Shear - VRd (1-2) Bending moment MRd [Nm]
C20/25 [kN] C30/37 [kN] C40/50 [kN] C50/60 [kN] C20/25 [kN] C30/37 [kN] C40/50 [kN] C50/60 [kN]
7535000806800FM-753 CRACK A4M8x686.7---10.9----
7535000807500FM-753 CRACK A4M8x756.7---10.9----
7535000809000FM-753 CRACK A4M8x906.7---10.9----
7535000811500FM-753 CRACK A4M8x1156.7---10.9----
7535000813500FM-753 CRACK A4M8x1356.7---10.9----
7535000816500FM-753 CRACK A4M8x1656.7---10.9----
7535001009000FM-753 CRACK A4M10x9010.7---18.8----
7535001010500FM-753 CRACK A4M10x10510.7---18.8----
7535001011500FM-753 CRACK A4M10x11510.7---18.8----
7535001013500FM-753 CRACK A4M10x13510.7---18.8----
7535001015500FM-753 CRACK A4M10x15510.7---18.8----
7535001018500FM-753 CRACK A4M10x18510.7---18.8----
7535001211000FM-753 CRACK A4M12x11014.7---24.2----
7535001212000FM-753 CRACK A4M12x12014.7---24.2----
7535001214500FM-753 CRACK A4M12x14514.7---24.2----
7535001217000FM-753 CRACK A4M12x17014.7---24.2----
7535001220000FM-753 CRACK A4M12x20014.7---24.2----
7535001613000FM-753 CRACK A4M16x13026.1---48----
7535001615000FM-753 CRACK A4M16x15026.1---48----
7535001618500FM-753 CRACK A4M16x18526.1---48----
7535001622000FM-753 CRACK A4M16x22026.1---48----

1. The design loads loads have been calculated using the partial safety factors for resistances stated in ETA-approval(s). The loading figures are valid for unreinforced concrete and reinforced concrete with a rebar spacing s ≥ 15 cm (any diameter) or with a rebar spacing s ≥ 10 cm, if the rebar diameter is 10mm or smaller.
2. The figures for shear are based on a single anchor without influence of concrete edges. For anchorages close to edges (c ≤ max [10 hef; 60d]) the concrete edge failure shall be checked per ETAG 001, Annex C, design method A.
3. Concrete is considered non-cracked when the tensile stress within the concrete is\sigmaL +\sigmaR ≤ 0. In the absence of detailed verification\sigmaR = 3 N/mm² can be assumed (\sigmaL equals the tensile stress within the concrete induced by external loads, anchors loads included).

Recommended loads - Cracked concrete - single anchor - no edge distances

References Product Reference Dimensions [mm] Recommended loads - Cracked concrete
Tension - Nrec Shear - Vrec Bending moment Mrec [Nm]
C20/25 [kN] C30/37 [kN] C40/50 [kN] C50/60 [kN] C20/25 [kN] C30/37 [kN] C40/50 [kN] C50/60 [kN]
7535000806800FM-753 CRACK A4M8x683.13.84.44.85.45.45.45.410.5
7535000807500FM-753 CRACK A4M8x753.13.84.44.85.45.45.45.410.5
7535000809000FM-753 CRACK A4M8x903.13.84.44.85.45.45.45.410.5
7535000811500FM-753 CRACK A4M8x1153.13.84.44.85.45.45.45.410.5
7535000813500FM-753 CRACK A4M8x1353.13.84.44.85.45.45.45.410.5
7535000816500FM-753 CRACK A4M8x1653.13.84.44.85.45.45.45.410.5
7535001009000FM-753 CRACK A4M10x904.85.96.87.413.413.413.413.421.5
7535001010500FM-753 CRACK A4M10x1054.85.96.87.413.413.413.413.421.5
7535001011500FM-753 CRACK A4M10x1154.85.96.87.413.413.413.413.421.5
7535001013500FM-753 CRACK A4M10x1354.85.96.87.413.413.413.413.421.5
7535001015500FM-753 CRACK A4M10x1554.85.96.87.413.413.413.413.421.5
7535001018500FM-753 CRACK A4M10x1854.85.96.87.413.413.413.413.421.5
7535001211000FM-753 CRACK A4M12x1106.27.68.79.617.317.317.317.337.4
7535001212000FM-753 CRACK A4M12x1206.27.68.79.617.317.317.317.337.4
7535001214500FM-753 CRACK A4M12x1456.27.68.79.617.317.317.317.337.4
7535001217000FM-753 CRACK A4M12x1706.27.68.79.617.317.317.317.337.4
7535001220000FM-753 CRACK A4M12x2006.27.68.79.617.317.317.317.337.4
7535001613000FM-753 CRACK A4M16x13012.415.117.519.226.226.226.226.294.9
7535001615000FM-753 CRACK A4M16x15012.415.117.519.226.226.226.226.294.9
7535001618500FM-753 CRACK A4M16x18512.415.117.519.226.226.226.226.294.9
7535001622000FM-753 CRACK A4M16x22012.415.117.519.226.226.226.226.294.9

1) In case of interaction of tension and shear loads (lever arm) as well as in case of anchor groups and/or edge influence, a design according to EN 1992-4 (seismic actions - Annex C / fire action
- Annex D) shall be carried out taking into account the entire European Technical Assessment ETA-10/0293.
2) The load data take into account the partial safety factors of the resistances given in the European Technical Assessment (ETA) and a partial safety factor of the actions
of γF = 1.4. The values given assume unreinforced or normally reinforced concrete with a spacing of the reinforcing bars s ≥ 15 cm or s ≥ 10 cm at a
rebar diameter ds ≤ 10 mm is assumed.   

Design capacities - single anchor - no edge distances - Cracked concrete

References Product Reference Dimensions [mm] Design capacities - single anchor - no edge distances
Design capacity - Cracked concrete (3)
Tension - NRd(1) Shear - VRd(1-2) Bending moment MRd [Nm]
C20/25 [kN] C30/37 [kN] C40/50 [kN] C50/60 [kN] C20/25 [kN] C30/37 [kN] C40/50 [kN] C50/60 [kN]
7535000806800FM-753 CRACK A4M8x684.3---7.6----
7535000807500FM-753 CRACK A4M8x754.3---7.6----
7535000809000FM-753 CRACK A4M8x904.3---7.6----
7535000811500FM-753 CRACK A4M8x1154.3---7.6----
7535000813500FM-753 CRACK A4M8x1354.3---7.6----
7535000816500FM-753 CRACK A4M8x1654.3---7.6----
7535001009000FM-753 CRACK A4M10x906.7---18.8----
7535001010500FM-753 CRACK A4M10x1056.7---18.8----
7535001011500FM-753 CRACK A4M10x1156.7---18.8----
7535001013500FM-753 CRACK A4M10x1356.7---18.8----
7535001015500FM-753 CRACK A4M10x1556.7---18.8----
7535001018500FM-753 CRACK A4M10x1856.7---18.8----
7535001211000FM-753 CRACK A4M12x1108.7---24.2----
7535001212000FM-753 CRACK A4M12x1208.7---24.2----
7535001214500FM-753 CRACK A4M12x1458.7---24.2----
7535001217000FM-753 CRACK A4M12x1708.7---24.2----
7535001220000FM-753 CRACK A4M12x2008.7---24.2----
7535001613000FM-753 CRACK A4M16x13017.3---36.6----
7535001615000FM-753 CRACK A4M16x15017.3---36.6----
7535001618500FM-753 CRACK A4M16x18517.3---36.6----
7535001622000FM-753 CRACK A4M16x22017.3---36.6----

1. The design loads loads have been calculated using the partial safety factors for resistances stated in ETA-approval(s). The loading figures are valid for unreinforced concrete and reinforced concrete with a rebar spacing s ≥ 15 cm (any diameter) or with a rebar spacing s ≥ 10 cm, if the rebar diameter is 10mm or smaller.
2. The figures for shear are based on a single anchor without influence of concrete edges. For anchorages close to edges (c ≤ max [10 hef; 60d]) the concrete edge failure shall be checked per ETAG 001, Annex C, design method A.
3. Concrete is considered non-cracked when the tensile stress within the concrete is\sigmaL +\sigmaR ≤ 0. In the absence of detailed verification\sigmaR = 3 N/mm² can be assumed (\sigmaL equals the tensile stress within the concrete induced by external loads, anchors loads included).

Installation

Installation

Installation data

References Product Reference Dimensions [mm] Ø drilling hole [d0] [mm] Min. drill depth [h1] [mm] Ø drilling fixture [df] [mm] Wrench size [SW] [mm] Installation torque [Tinst] [Nm] Embedment depth [hef] [mm] Min. support thickness [hmin] [mm]
7535000806800FM-753 CRACK A4M8x688709132048100
7535000807500FM-753 CRACK A4M8x758709132048100
7535000809000FM-753 CRACK A4M8x908709132048100
7535000811500FM-753 CRACK A4M8x1158709132048100
7535000813500FM-753 CRACK A4M8x1358709132048100
7535000816500FM-753 CRACK A4M8x1658709132048100
7535001009000FM-753 CRACK A4M10x90108012174060120
7535001010500FM-753 CRACK A4M10x105108012174060120
7535001011500FM-753 CRACK A4M10x115108012174060120
7535001013500FM-753 CRACK A4M10x135108012174060120
7535001015500FM-753 CRACK A4M10x155108012174060120
7535001018500FM-753 CRACK A4M10x185108012174060120
7535001211000FM-753 CRACK A4M12x1101210014196072150
7535001212000FM-753 CRACK A4M12x1201210014196072150
7535001214500FM-753 CRACK A4M12x1451210014196072150
7535001217000FM-753 CRACK A4M12x1701210014196072150
7535001220000FM-753 CRACK A4M12x2001210014196072150
7535001613000FM-753 CRACK A4M16x13016115182412086170
7535001615000FM-753 CRACK A4M16x15016115182412086170
7535001618500FM-753 CRACK A4M16x18516115182412086170
7535001622000FM-753 CRACK A4M16x22016115182412086170

Spacings and edge distances

References Product Reference Dimensions [mm] Min. edge distance [cmin] [mm] Min. spacing [smin] [mm] Characteristic edge distance [ccr,N] [mm] Characteristic spacing(5) - Scr,N [scr,N] [mm]
7535000806800FM-753 CRACK A4M8x68505072144
7535000807500FM-753 CRACK A4M8x75505072144
7535000809000FM-753 CRACK A4M8x90505072144
7535000811500FM-753 CRACK A4M8x115505072144
7535000813500FM-753 CRACK A4M8x135505072144
7535000816500FM-753 CRACK A4M8x165505072144
7535001009000FM-753 CRACK A4M10x90505590180
7535001010500FM-753 CRACK A4M10x105505590180
7535001011500FM-753 CRACK A4M10x115505590180
7535001013500FM-753 CRACK A4M10x135505590180
7535001015500FM-753 CRACK A4M10x155505590180
7535001018500FM-753 CRACK A4M10x185505590180
7535001211000FM-753 CRACK A4M12x1106060108216
7535001212000FM-753 CRACK A4M12x1206060108216
7535001214500FM-753 CRACK A4M12x1456060108216
7535001217000FM-753 CRACK A4M12x1706060108216
7535001220000FM-753 CRACK A4M12x2006060108216
7535001613000FM-753 CRACK A4M16x1307070129258
7535001615000FM-753 CRACK A4M16x1507070129258
7535001618500FM-753 CRACK A4M16x1857070129258
7535001622000FM-753 CRACK A4M16x2207070129258

Certification

Declaration of Performance (DoP)

European Technical Assessment (ETA)

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Contact

Simpson Strong-Tie U.K.

Simpson Strong-Tie

Cardinal Point, Winchester Road
Tamworth
Staffordshire
B78 3HG
United Kingdom